HomeMy WebLinkAbout2525 Edmonds_Sewer Main Plans_APPROVEDDATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
TITLESHEET
NO.
SCALE IN FEET
0 120
PROPOSED PROJECT AREA
C-1.0
LEGAL DESCRIPTION
R-8
3343900078
CITY OF RENTON
RENTON, WA 98056
2525 EDMONDS AVE NE
PHONE: 425-2984412
SAMMAMISH WA 98074
21923 NE 11TH ST
SITE SURVEY INC
PROJECT ENGINEER:
SURVEYOR
PARCEL ACREAGE:
JURISDICTION:
TAX PARCEL NUMBER:
ZONING:
'PROJECT SITE:
PROPERTY OWNER:
VICINITY MAP
SCOPE OF WORKS
1 10
7/10/2025
03/26/2023
PHONE: 206-795-5674
BOTHELL, WA 98011
8822 NE 178TH ST
TANDEM ENGINEERING CONSULTANT LLC
8,067 S.F. (0.185 ACRES) AS SURVEYED
ZHIFENG LIANG
60 30 60
E
D
M
O
N
D
S
AV
E
N
E
D
AYT
O
N
AV
E
N
E
NE 25TH ST
NE 25TH ST
3343900078
CONTRACTOR SHALL CONFIRM EARTHWORK VOLUMES TO THEIR SATISFACTION.
QUANTITIES ARE FOR REFERENCE ONLY.
EARTHWORK QUANTITIES
STIE DISTURBACE AREA: 6,500 S.F
CONSTRUCT A 115-FOOT SEWER MAIN WITH AN 8-INCH DIAMETER ON THE PRIVATE ACCESS ROAD
BACK FILL : 138 CUBIC YARD FOR SEWER MAIN INSTALLATION
EXCAVATION: 140. CUBIC YARD FOR SEWER MAIN INSTALLATION.
SITE INFORMATION
SEWER DETAILS
SEWER NOTES
TESC DETAILS
SEWER MAIN PLAN
GENERAL NOTES
EXISTING SURVEY
COVER SHEET
ABBREVIATIONS
W
S
E
N
IE
ELE.
D.I.
CB
CONC
CDF
SSCO
STD.
COR
WEST
SOUTH
EAST
NORTH
INVERT ELEVATION
ELEVATION
DUCTILE IRON PIPE
CATCH BASIN
CONCRETE
CONTROL DENSITY FILL
SIDE SEWER CLEANOUT
STANDARD
CITY OF RENTON
STA.
CL.
MIN.
FL
MJ
NTS
DIAM.
PVC
STATION
CLASS
MINIMUM
FLANGE
MECHANICAL JOINT
NON TO SCALE
DIAMETER
POLYVINY CHLORIDE
2525 RESIDENT SEWER PLAN
COVER SHEET
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
THAT PORTION OF THE NORTH HALF OF TRACT 205 OF C.D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 11, OF
PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 205; THENCE S 0 33/64 31'03" W ALONG
THE EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET; THENCE N 88 33/64 58'56" W PARALLEL TO
THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00 FEET TO A POINT ON A CURVE THE
CENTER OF WHICH BEARS S 61 33/64 35'51" W; THENCE ALONG SAID CURVE TO THE LEFT WITH A
RADIUS OF 30.00 FEET, FOR A DISTANCE OF 76.28 FEET TO A POINT WHICH BEARS N 84 33/64 04'34" W
FROM THE CENTER OF SAID CURVE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE
PARCEL HEREINAFTER DESCRIBED;
THENCE N 84 33/64 04'34" W, A DISTANCE OF 83.85 FEET TO THE WEST LINE OF SAID TRACT 205;
THENCE S 0 33/64 30'55" W ALONG SAID WEST LINE, A DISTANCE OF 129.48 FEET TO A POINT 100.00
FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID TRACT 205; THENCE S
89 33/64 55'54" E PARALLEL TO THE SOUTH LINE OF SAID NORTH HALF A DISTANCE OF 20.00 FEET;
THENCE N 38 33/64 43'17" E, A DISTANCE OF 120.91 FEET TO A POINT ON SAID CURVE; THE CENTER OF
WHICH BEARS N 38 33/64 43'17" E; THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF
30.00 FEET FOR A DISTANCE OF 29.95 FEET TO THE TRUE POINT OF BEGINNING;
TOGETHER WITH AN UNDIVIDED 1/3 INTEREST AND TOGETHER WITH AN EASEMENT FOR INGRESS
AND EGRESS OVER THE REMAINING 2/3 INTEREST IN THAT PORTION OF THE NORTH HALF OF
TRACT 205 OF C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AND
TOGETHER WITH VACATED COUNTY ROAD NO. 174, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11, OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT; THENCE S 0 33/64 31'03" W, ALONG THE
EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET TO THE TRUE POINT OF BEGINNING OF
PARCEL HEREINAFTER DESCRIBED;
THENCE N 88 33/64 58'56" W PARALLEL WITH THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00
FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS S 61 33/64 35'51" W; THENCE ALONG
SAID CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET FOR A DISTANCE OF 166.68 FEET TO A
POINT WHICH BEARS S 76 33/64 44'01" E FROM THE CENTER OF SAID CURVE;
THENCE S89 33/64 55'54 E PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 205, A
DISTANCE OF 110.00 FEET TO THE EAST LINE OF SAID TRACT; THENCE N 0 33/64 31'03" E ALONG SAID
EAST LINE A DISTANCE OF 19.29 FEET TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
S-435301
C
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C8.0-C10.0
C 7.0
C 5.0-C6.0
C 4.0
C 3.0
C 2.0
C 1.0
DEVELOPMENT ENGINEERING
HBray 12/08/2025
WASTEWATER UTILITY
jstowell 12/09/2025
REGIONAL FIRE AUTHORITY
cthomas 12/10/2025
APPROVED
FOUND MONUMENT IN CASE
22.0'
24.1'
4.1'
4.1'
13.6'
18.7'
24.3'
54.2'315.1319.0323.2315.9315.8315.9315.7315.0315.5315.6315.5315.9315.5315.0314.9315.1315.0315.1315.4315.7315.6315.6315.6315.8315.3315.2315.2315.5315.6315.7315.5315.0315.0315.1315.5315.0315.6316.4317.1317.3318.3317.1318.3317.6317.6316.6317.1316.0318.2315.6318.1318.6315.9316.4318.3318.1318.2318.3318.3318.7318.8317.3318.3318.5317.3317.5317.6317.7318.1318.1318.6319.3319.7319.7319.7319.5319.4319.6319.4319.3319.3319.1318.9319.2319.5319.6319.7319.9320.2319.6321.6321.4321.3321.2321.4321.0321.0320.8321.0321.6321.5321.2320.7319.4
318.0318.3DS6*317.9DS6*31 7.9319.6318.5321.3318.4318.9319.2319.5320.7
320.4320.7320.7320.4320.9320.4321.0DF36321.5321.2321.7DF6320.2322.7DF10322.4322.7323.9324.9DS16323.3322.5322.7323.9324.2323.7322.2322.1323.8324.8325.1324.2322.7322.4322.4322.4321.5321.4321.5321.6321.6321.7321.3321.3321.3320.7321.2321.3320.9321.9319.7318.1
320 .9321.2319.0EVLTP
R=30.00'
A=166.67'D=318°18'35"
R=30.00'
A=60.44'D=115°25'40"
R=30.00'A=76.28'
D=145°41'03"
S38°42'18"W
30.00'
S84°05'50"E30.00'
S 6 1 °3 5 '1 3 "W
3 0 .0 0'
N88°59'34"W
110.00'S0°30'25"W
19.29'
S0°30'25"W
286.68'
S0°30'25"W
65.00'
S84°05'12"E
83.85'
N0
°30'17"E
129.48'
N89°56'32"W
20.00'
N38°42'39"E
120.93'
R=30.00'
A=29.95'
D= 57°11'52"
ONE STORY
HOUSE
16.5'
26.0'
27.3'
6.9'
5.1'
29 .6'
S
HE
D 2.0' SE
SH
ED 0.6' S
E
SHED
R
O
OF 0.1' N
W
R
O
OF 1.1' N
W
1.3' N
W
3.0'
0.3'
N
0.9' W
0.1' E
0.4' W
0.5' W
0.5' N
1.1' N
1.9'
3.5'
0.7' SE
0.6' SE
0.1' N
W
1.0' N
W
RH = 334.6'
FF = 322.7'
FF = 322.6'
FF = 321.4'
HEDGE
SET REBAR &
CAP (38964)
OFFSET 2.00' N
SET REBAR &
CAP (38964)
SET REBAR &
CAP (38964)
SET REBAR &
CAP (38964)
FENCE
0.8' N & 1.0' W
FENCE
0.2' S & 1.3' W
ED
MOND
S
AVE
N
UE
NE
CB
RIM = 314.98'
SDMH
RIM = 315.54'
IE (N) = 309.44'
IE (S) = 309.59'
SSMH
RIM = 315.69'
IE (N,S,W) CTR. CHN. = 309.92'
CB
RIM = 315.01'
IE (W) 12" RCP = 313.19'
S89°56'32"E
113.00'506.09'
PA R C E L N O.
3 3 4 3 9 0 -0078
PA R C E L N O.
3 3 4 3 9 0 -0077
PA R C E L N O.
3 3 4 3 9 0 -0079
PA R C E L N O.
2 7 2 0 0 0 -0080
PA R C E L N O.
3 3 4 3 9 0 -0080
PA R C E L N O.
3 3 4 3 9 0 -0094
PA R C E L N O.
3 3 4 3 9 0 -0078
PA R C E L N O.
3 3 4 3 9 0 -0091
PA R C E L N O.
2 7 2 0 0 0 -0090
PA R C E L N O.
2 7 2 0 0 0 -0100
FF = 321.5'
SET REBAR &
CAP (38964)
OFFSET 1.00' NE
324
3
2
2
322
324
320
3 18
3 1 8
316
318
318
318
GARAGE FF = 320.9'
GARAGE FF = 317.6'
INGRESS, EGRESS &
UTILITIES EASEMENT
NO AS-BUILT/RECORD
DRAWING FOR EXISTING
SEPTIC SYSTEM AVAILABLE
FOUND
MONUMENT
IN CASE
COR #1837
FOUND
MONUMENT
IN CASE
COR #0794
N88°59'34"W
30.00'
NE CORNER
OF TRACT 205
SET 5/8" X 24" IRON ROD
W/1" YELLOW PLASTIC CAP
POWER METER
GAS METER
P
CATCH BASIN
STORM DRAIN MANHOLE
SANITARY SEWER CLEANOUT
MAILBOX
SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
WATER METER
ELECTRICAL VAULT
UTILITY HANDHOLE
EVLT
CABLE PEDESTAL
GAS VALVE
SS
SD
APPROXIMATE LOCATION SANITARY
SEWER LINE
APPROXIMATE LOCATION STORM
DRAIN LINE
UGE
W
G APPROXIMATE LOCATION
UNDERGROUND GAS LINE
APPROXIMATE LOCATION
UNDERGROUND WATER LINE
APPROXIMATE LOCATION
UNDERGROUND POWER LINE
UTILITY POLE
OHP OVERHEAD POWER
WOOD FENCE
TIMBER WALL
CONCRETE WALL
ROCKERY
ASPHALT SURFACE
CONCRETE SURFACE
GRAVEL SURFACE
DF
DS
DOUGLAS FIR
DECIDUOUS
* INDICATES MULTI-TRUNK
UGC APPROXIMATE LOCATION
UNDERGROUND CABLE LINE
GENERAL NOTES
DATUM
VERTICAL DATUM & CONTOUR INTERVAL
Phone: 425.298.4412
BASIS OF BEARINGS
www.sitesurveymapping.com
DRNDATEREVISION
A BEARING OF S0°30'25"W FOR THE CENTERLINE OF EDMONDS AVENUE NE BASED ON
FOUND MONUMENTS.
NE 1/4, NE 1/4, SEC 05, TWP 23N, RNG 5E, W.M.
Site
Surveying, Inc.
21923 NE 11th Street Sammamish, WA 98074
1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT.
EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT
SHOWN HEREON.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 35
TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THIS
SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN
JANUARY 2025 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND
AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY
VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED.
ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM GPS
OBSERVATION USING THE WSRN.
DATUM - NAVD 88
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS
EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS
PROJECT.
LEGAL DESCRIPTION
PROJECT INFORMATION
LEGEND
C
PROJECT NO.24-684
DRAWN BY: MTS
CHECKED BY: TNW
DATE: 1/7/25
SHEET 1 OF 1
THAT PORTION OF THE NORTH HALF OF TRACT 205 OF C.D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 11, OF
PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 205; THENCE S 0°31'03" W ALONG
THE EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET; THENCE N 88°58'56" W PARALLEL TO
THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00 FEET TO A POINT ON A CURVE THE
CENTER OF WHICH BEARS S 61°35'51" W; THENCE ALONG SAID CURVE TO THE LEFT WITH A
RADIUS OF 30.00 FEET, FOR A DISTANCE OF 76.28 FEET TO A POINT WHICH BEARS N 84°04'34" W
FROM THE CENTER OF SAID CURVE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE
PARCEL HEREINAFTER DESCRIBED;
THENCE N 84°04'34" W, A DISTANCE OF 83.85 FEET TO THE WEST LINE OF SAID TRACT 205;
THENCE S 0°30'55" W ALONG SAID WEST LINE, A DISTANCE OF 129.48 FEET TO A POINT 100.00
FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID TRACT 205; THENCE S
89°55'54" E PARALLEL TO THE SOUTH LINE OF SAID NORTH HALF A DISTANCE OF 20.00 FEET;
THENCE N 38°43'17" E, A DISTANCE OF 120.91 FEET TO A POINT ON SAID CURVE; THE CENTER OF
WHICH BEARS N 38°43'17" E; THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF
30.00 FEET FOR A DISTANCE OF 29.95 FEET TO THE TRUE POINT OF BEGINNING;
TOGETHER WITH AN UNDIVIDED 13 INTEREST AND TOGETHER WITH AN EASEMENT FOR INGRESS
AND EGRESS OVER THE REMAINING 23 INTEREST IN THAT PORTION OF THE NORTH HALF OF
TRACT 205 OF C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AND
TOGETHER WITH VACATED COUNTY ROAD NO. 174, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11, OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT; THENCE S 0°31'03" W, ALONG THE
EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET TO THE TRUE POINT OF BEGINNING OF
PARCEL HEREINAFTER DESCRIBED;
THENCE N 88°58'56" W PARALLEL WITH THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00
FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS S 61°35'51" W; THENCE ALONG
SAID CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET FOR A DISTANCE OF 166.68 FEET TO A
POINT WHICH BEARS S 76° 44'01" E FROM THE CENTER OF SAID CURVE;
THENCE S89°55'54 E PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 205, A
DISTANCE OF 110.00 FEET TO THE EAST LINE OF SAID TRACT; THENCE N 0°31'03" E ALONG SAID
EAST LINE A DISTANCE OF 19.29 FEET TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
PROPERTY OWNER:
TAX PARCEL NUMBER:
PROJECT ADDRESS:
ZONING:
JURISDICTION:
PARCEL ACREAGE:
ZHIFENG LIANG
2525 EDMONDS AVENUE NE
RENTON, WA 98056
334390-0078
2525 EDMONDS AVENUE NE
RENTON, WA 98056
R-8
CITY OF RENTON
8,067 S.F. (0.185 ACRES) AS SURVEYED
ZHIFENG LIANG
2525 EDMONDS AVENUE NE
RENTON, WA 98056
2025, SITE SURVEYING, INC., ALL RIGHTS RESERVED
TOPOGRAPHIC SURVEY
MTS6/10/25 UNDERGROUND UTILITIES
MTS7/9/25 COR MON, SEWER IE
S-435302
C2
5
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1
8
2
WW
P
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2
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4
3
5
3
DEVELOPMENT ENGINEERING
HBray 12/08/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-3.0
3 10
PR21-000214 B24001658 v1
GENERAL NOTES
2525 RESIDENT SEWER PLAN
ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS 22.
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY
PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, 21.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR 20.
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, 19.
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL 18.
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM.
AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE 17.
CONDITION.
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM 16.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 15.
ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.14.
WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.13.
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST 12.
ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.11.
CHANNELS, OR STORMWATER FACILITIES.
APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, 10.
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION 9.
ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY8.
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF 7.
WASHOUT AREAS.
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE 6.
WATERS OF THE STATE.
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. 5.
CONSTRUCTION.
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS 4.
COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION 3.
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL 2.
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY 1.
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
EROSION AND SEDIMENT CONTROL (ESC) STANDARD NOTES:
W
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2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435303
DEVELOPMENT ENGINEERING
HBray 12/08/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
4 10
C-4.0
310
320
1+000+00
EXISTING SURFACE
EXISTING 8" PVC SEWER MAIN
SEWER MAIN PROFILE
V: 1"=2'
H: 1"=10'
1+80
SCALE IN FEET
0105 10 20
Know what'sbelow.
before you dig.Call
R
NOTE:
LEGEND
GRAVEL AREA
SEE COR STD. PLAN 216.30 FOR DETAILS
INLET PROTECTION
FOR TESC
6" TEMPORARY ROLLING CURB
SEWER MAIN PLAN
2525 RESIDENT SEWER PLAN
EXISTING 8" DIAM SEWER MAIN
PROPOSED 8" DIAM. PVC SEWER MAIN
SEE COR STD. PLAN 214.00 FOR DETAILS
SILT FENCE
1 2
SEE WSDOT. SPEC 9-03.12(4)
GRAVEL BACKFILL
SEE WSDOT. SPEC 9-03.9(3)
95% COMPACTION
6" COMPACTED CSTC
ROADWAY TRENCH RESTORATION DETAILS
NTS
SEE WSDOT. SPEC 9-03.9(3)
95% COMPACTION
1.5' COMPACTED CSBC
(UNDER SEPARATE PERMIT)
SEEE COR. STD. 406.2
PROPOSED 6" PVC SIDE SEWER MAIN
8" DIAM. PVC, L=115.0', S=0.4%
IE=310.62
RIM=319.50
MANHOLE
PROPOSED 48"
RETORATION LIMIT
RETORATION LIMIT
RESIDENTS DURING CONSTRUCTION.
CONTRACTOR SHALL MAINTAIN ACCESS FOR ALL
EXISTING CO
REMOVED THE
UTILITIES PER RECORD ARE FOR REFERENCE ONLY
THE EXISTING IE PRIOR TO CONSTRUCTION
CONTRACTOR SHALL FIELD VERIFY
CONNECT TO EXISTING 8" SEWER MAIN
IE=310.16
RIM=317.52
(N:5374.7190, E: 5385.4971)
EXISTING CO. STA.1+115.0 (0')
EXISTING PIPE IE PRIOR TO CONSTRUCTION
CONTRACTOR SHALL FIELD VERIFY THE
SEE COR. STD. 400.1 & 401.1
IE=310.62
RIM=319.50
(N: 5375.0027, E: 5270.4968)
PROPOSED 48" MANHOLE STA. 0+00, (0')
NOTE 8 ON STD 400.1
2' CONCRETE RING PERW
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2
7
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4
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3
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2
5
0
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3
8
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S-435304
MH
MH
IE=319.0
EXISTING HOUSE SEWER
CONNECT WITH
EXISTING HOUSE
GARAGE
FF=317.6
EXISTING HOUSE
GARAGE
FF=320.9
IE=309.92
RIM=315.69
MANHOLE
EXISTING 56"
SEE COR.STD. 406.1
IE=315.0
RIM=318.50
CLEAN OUT
6" PVC, L=81.0', S=10.4%
IE (W,N,S)=309.92
RIM=315.69
EXISTING 56" MANHOLE
15'
PROPOSED 15' EASEMENT
RETORATION LIMIT
PROPOSED EASEMENT LIMIT
FOR TESC
6" TEMPORARY ROLLING CURB
LOT LINE
PROPOSED SIDE SEWER
EXISTING SEWER MAIN
EXISTING OVERHEAD POWER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND POWER LINE
EXISTING WATER MAIN
320
3
2
2
324
316
318
1+15
E
X
IS
T
IN
G
H
O
U
S
E
HEDGE
BLOCK WALL
CL
0+00 1+00
FF=322.7
FF=320.9
DEVELOPMENT ENGINEERING
HBray 12/08/2025
0.5% minimum
match slope of
existing sewer main.
adjust invert as
needed to match pipe
slope.
WASTEWATER UTILITY
jstowell 12/09/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-5.0
5 9
3/28/2023
TESC DETAIL
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435305
DEVELOPMENT ENGINEERING
HBray 12/08/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-6.0
6 10
TESC DETAIL
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435306
DEVELOPMENT ENGINEERING
HBray 12/08/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SANITARY SEWER NOTES AND SPECIFICATIONS
C-7.0
7 10
SEWER MAIN NOTES
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435307
DEVELOPMENT ENGINEERING
HBray 12/08/2025
WASTEWATER UTILITY
jstowell 12/09/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-8.0
8 10
PR21-000214 B24001658 v1
SEWER MAIN NOTES
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435308
DEVELOPMENT ENGINEERING
HBray 12/08/2025
WASTEWATER UTILITY
jstowell 12/09/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-9.0
9 10
SEWER DETAILS
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435309
DEVELOPMENT ENGINEERING
HBray 12/08/2025
WASTEWATER UTILITY
jstowell 12/09/2025
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
C-10.0
10 10
TESC DETAIL
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435310
DEVELOPMENT ENGINEERING
HBray 12/08/2025
WASTEWATER UTILITY
jstowell 12/09/2025